## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

### From inside the book

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Page 13

Pc : representative density of a silt curtain Py : density of water oc : normal force per unit

Pc : representative density of a silt curtain Py : density of water oc : normal force per unit

**length**at the riddle point of a cable in a current Tc : : tension paraneter ( 7.-T./9.1 ) fb : a function as a generaf teri of a Superscripts ...Page 134

Can 0.6 1.9 7.5 9.01 2.5 10 15 20 10 7a - l WAVE

Can 0.6 1.9 7.5 9.01 2.5 10 15 20 10 7a - l WAVE

**LENGTH**/ MAXIMUM BEAM ( V / BO ) 20 WAVE**LENGTH**7 MAXIMUM BEAM ( 1 / B ) 70-1 | E ( 1 / m ) 3.5 LINEAR SOLUTION , a . 1.0 m LINEARISATION .a - 1.0 m TIME DOMAIN , a . 0.5 m TIME DOMAIN .Page 609

Brobability of run

Brobability of run

**length**: Figures 6 A , B , C and D are plots for probability of run**length**of waves exceeding Hm , and Hs , Theoretical probabilities of Goda ( 1970 ) ( Eqn . 2 ) and Kimura ( 1980 ) ( Eqn . 5 ) are also superimposed ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height